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contributor authorChao Hao
contributor authorDongling Jia
date accessioned2017-05-08T22:04:50Z
date available2017-05-08T22:04:50Z
date copyrightDecember 2006
date issued2006
identifier otherjhtrcq%2E0000144.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70695
description abstractThere are many factors which influence the creep of concrete-filled steel tubular arch bridge, while the theory researches lag behind practice. Based on the computing formula of creep coefficient in code, the creep function is formulated. The computing method of creep in structure analysis is deduced, using the integral concept to stress and time. Combined with the calculation of Meixi River Bridge, it is pointed out that creep affects the displacement of CFST arch bridge prominently, which will lead to redistribution of internal force, and it should be recognized by engineering circle.
publisherAmerican Society of Civil Engineers
titleComputation and Analysis of the Creep Effect of Long-span Concrete-filled Steel Tubular Arch Bridge
typeJournal Paper
journal volume1
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000144
treeJournal of Highway and Transportation Research and Development (English Edition):;2006:;Volume ( 001 ):;issue: 001
contenttypeFulltext


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